Water treatment system

ABSTRACT

The process for irrigation of a man-made landscaped area, such as a golf course, playing field or agricultural area, involves monitoring a sample of reclaimed water, a sample of soil containing reclaimed water, or both from a supply of reclaimed water, and treating it when necessary to avoid harmful effects to plantlife, and irrigating with the treated water via a subterranean distribution system. The sample is tested with monitors for water quality characteristics, including: total organic carbon compounds; pH; residual chlorine; chlorides; and, sodium. These results are inputted to a computerized data handling system for data collection, storage and analysis for comparison to predetermined acceptable ranges to show deviation from acceptable ranges. Either alarms are set off or treatment occurs or both, when deviations are observed. Treatment may include a dechlorination system, an oxidation system, reverse osmosis system. Other monitors may be for hardness; turbidity; alkalinity; conductivity and nitrates.

REFERENCE TO RELATED APPLICATIONS

This application is a continuation-in-part of U.S. patent application Ser. No. 10/417,740, now U.S. Pat. No. 6,955,765, filed on Apr. 17, 2003, by the inventor herein, and entitled “Recycled Irrigation Water Treatment System” and this application is also a continuation-in-part of U.S. patent application Ser. No. 10/464,330, now abandon U.S. Pat. No. 6,620,329, filed on Jun. 18, 2003, by the inventor herein, and entitled “Recycled Irrigation Water Treatment System With Reverse Osmosis”, which are themselves continuations-in-part of U.S. patent application Ser. No. 10/022,568 filed on Dec. 13, 2001 by the inventors herein, entitled “Golf Course Irrigation Water Monitoring System”, now U.S. Pat. No. 6,620,329, issued on Sep. 16, 2003.

BACKGROUND OF THE INVENTION

1. Field of the Invention

The present invention relates to irrigation of man-made landscaped and/or agricultural areas, such as parklands, playing fields, farmland for produce or flowers, and especially for golf courses. It is particularly useful for these areas when using reclaimed water in conjunction with underground irrigation and aeration systems. More specifically, the invention is a process for monitoring and treating reclaimed water, to use reclaimed water efficiently and without harmful effects from undesirable constituents for the aforesaid irrigation purposes. It includes monitoring numerous water quality characteristics and when predetermined acceptable parameter ranges see deviations, signaling alarms and/or treating the undesirable condition(s) with oxidation, with or without dechlorination. It includes an oxidation system for continuous or continual operation.

2. Information Disclosure Statement

The following patents are representative of the state of the art with respect to various teachings relating to water treatment:

U.S. Pat. No. 6,421,953 describes a system for modifying the surface temperature and/or relative humidity of golf greens or other grass playing fields by applying temperature controlled air and/or a water mist through pop-up nozzles. The nozzles are controlled by a central control panel which activates the nozzles based on input from temperature sensitive probes in the greens.

U.S. Pat. No. 6,214,607 describes a new method of treating water to remove perchlorate contaminant is disclosed. Water is fed through a filter bed containing perchlorate-reducing microorganisms. The microorganisms reduce the perchlorate, thereby decontaminating the water. An oxidizable substrate serves as an electron donor to the microorganisms. The invention results in safe to undetectable levels of perchlorate in the treated water.

U.S. Pat. No. 6,200,466 describes a reactor system for decontamination of water by photolytic oxidation utilizing near blackbody radiation, the system comprising (1) a reaction chamber defining an internal space with an inlet and an outlet; and (2) a broadband radiator for generating radiant energy with wavelengths between about 150 nm and about 3 um, the broadband radiator disposed within the reaction chamber, such that a sufficient dosage of broadband radiation irradiates the contaminants and/or the oxidant within the internal space of the reaction chamber thereby causing photolytic oxidation of the contaminants by direct action of the radiation on the contaminants to break chemical bonds by sustaining a free radical chain reaction of oxidizing components, thus breaking down the contaminants by way of atomic abstraction of the components of the contaminants. In preferred embodiments, at least a portion of the radiant energy is generated in a pulsed node, such as between about 1 and 500 pulses per second. In preferred embodiments, the broadband radiator generates radiant energy at a rate of between about 1 kW and about 10 MN., and the resultant dosage rate of broadband radiation is between 1 joule/cm2. In preferred embodiments, the radiant energy is produced by at least one gas filled flashlamp having a gas plasma temperature of between about 9,500 K and about 20,000 K.

U.S. Pat. No. 6,136,186 describes a method and apparatus for mineralizing organic contaminants in water or air provides photochemical oxidation in a two-phase boundary system formed in the pores of a TiO2 membrane in a photocatalytic reactor. In the three-phase system, gaseous (liquid) oxidant, liquid (gaseous) contaminant, and solid semiconductor photocatalyst meet and engage in an efficient oxidation reaction, The porous membrane has pores which have a region wherein the meniscus of the liquid varies from the molecular diameter if water to the of a capillary tube resulting in a diffusing layer that is several orders of magnitude smaller than the closest known reactors. The photocatalytic reactor operates effectively at temperature and low pressures. A packed-bed photocatalyst coated particles is also provided.

U.S. Pat. No. 6,132,138 describes a gray water recycling invention that utilizes filtered gray water for maintaining constant moisture levels in building foundations and for other irrigation uses. It allows for the mixture of pesticides with a gray water stream injected under a building in order to treat for insects. Additionally, pesticides, fungicides or fertilizers can be injected into a gray water stream prior to its application in landscape irrigating. This invention has application in single residence and fill development real estate settings.

U.S. Pat. No. 6,117,335 describes a reactor system for decontamination of water by photolytic oxidation utilizing near blackbody radiation, the system comprising (1) a reaction chamber defining an internal space with an inlet and an outlet; and (2) a broadband radiator for generating radiant energy with wavelengths between 150 nm and about 3 μm, the broadband radiator disposed within the reaction chamber, such that a sufficient dosage of broadband radiation irradiates the contaminants and/or the oxidant within the internal space of the reaction chamber thereby causing photolytic oxidation of the contaminants by way of atomic abstraction of the components of the contaminants. In preferred embodiments, at least a portion of the radiant energy is generated in a pulsed mood, such as between 1 and about 500 pulses per second. In preferred embodiments, the broadband radiator generates radiant energy at a rate of between about 1 kW and about 10 MW., and the resultant dosage rate of broadband radiation is between 1 joule/cm² and about 5000 joules/cm². In preferred embodiments, the radiant energy is produced by at least one gas filled flashlamp having a gas plasma temperature of between 9,500° K. and about 20,000° K.

U.S. Pat. No. 5,975,800 relates to a method for treating groundwater in situ in rock or soil. An elongate permeable upgradient zone and an elongate permeable downgradient zone, each in hydraulic communication with a permeable subsurface treatment zone and having a major axis parallel to a non-zero component of the general flow direction, are provided in the subsurface by any of a number of construction methods. The upgradient zone, downgradient zone, and treatment zone are situated within the subsurface medium and have permeabilities substantially greater than the adjacent subsurface medium's permeability. Groundwater is allowed to move from the subsurface medium adjacent to the upgradient zone into the upgradient zone, where the groundwater refracts and moves to a treatment zone by an in situ treatment process, such as a process employing air sparging, sorption or reaction with zero-valent iron, the groundwater moves into, through and out of the downgradient zone into the subsurface medium adjacent to the downgradient zone. The method does not require pumping. A method for directing groundwater around a particular location to prevent contamination of the groundwater by a contaminant located at the particular location, to prevent migration of a contaminant located at a particular location, to reduce the flow velocity of groundwater in the particular location, or to increase the residence time in an in situ treatment center located downgradient from the particular location is also disclosed.

U.S. Pat. No. 5,958,241 describes a method and a system for the treatment of organic hazardous wastes from plant waste and associated wastewater treatment processes, whereby the waste is either introduced directly, or continuously separated from wastewater, and routed to a bioreactor, and whereby no organic solids are generated for further offsite disposal. The system disclosed includes a bioreactor, containing selected bacteria, untreated sludges, and recirculated biomass, and a liquid/solid separator allowing water to be utilized elsewhere in the system and returning solids to the bioreactor. The biodegradation process, initiated continuously, converts hazardous organic constituents in waste stream and wastewater sludges from plant operations to inert materials, for extensive periods of operation, without the need for solids removal, external solids treatment or disposal.

U.S. Pat. No. 5,944,444 describes a control system for an athletic field that coordinates drainage by gravity or vacuum-enhanced and irrigation by monitoring water level with respect to a subsurface membrane, wherein a flow network resides on the membrane and is covered by a fill layer, which in turn supports the field surface thereabove. The flow network includes couplings located at the intersections of some of the pipe rows and conduit rows. The water permeability of the conduit rows allows the flow network to be used for draining, irrigating or heating the field. The heating of the fill layer and the surface thereabove minimizes energy costs and eliminates installation and maintenance costs that would otherwise be necessitated by separate heating and draining systems.

U.S. Pat. No. 5,893,975 treats a variety of flowing wastewater effluents, provides pre-treatment clog-reducing wastewater sludge disintegration, and adds pretreatment nutrients to wastewater so as to enhance microbial growth therein for improving the effectiveness and efficiency of wastewater treatment. The constructed wetland includes a wastewater treatment system having a flow intake, a pre-treatment nutrient addition chamber, and a wastewater flow divider. The flow divider further has a compressed air aerator in the bottom thereof. The constructed wetland includes one or more treatment cells having a soil, fine stone, organic and/or synthetic material substrate cap covering a further substrate media accommodating the wastewater to be treated. The substrate cap is populated by natural plants having root systems extend from the substrate downward into the wastewater being treated, and the roots serve to physically and/or biologically mediate the removal of undesirable components from the wastewater. The constructed wetland includes a treated water discharge conduit for discharging the flowing water into a desired after treatment water utilization modality, such as to discharge to the ground or to a body of water.

U.S. Pat. No. 5,863,433 relates to the design and operation of paired subsurface flow constructed wetlands in which significant improvements in wastewater treatment are possible. These improvements are brought about by coupling paired subsurface flow wetlands and using reciprocation, whereby adjacent cells are sequentially and recurrently drained and filled using either gravity, mechanical pumps, U-tube air-lifts and/or a combination thereof. This fill and drain technique turns the entire wetland area into a biological reactor, complete with anoxic, anaerobic environments. The frequency, depth and duration of the fill and drain cycle can be adjusted to control redox conditions for specific biologically mediated reactions including, but not limited to, nitrification, denitrification, sulfate reduction, and methanogenesis. Emissions of noxious gases such as hydrogen sulfide and methane can be minimized. Furthermore, by allowing cells to fill to above the level of the substrate by approximately 2 to 4 inches on the fill cycle, it is possible to enhance algae photosynthesis, increase pH, and facilitate photo-oxidative reactions.

U.S. Pat. No. 5,792,336 describes a two stages electrocatalytic method for oxidative-purification of wastewater from soluble substances, such as toxic chemical admixtures difficult of oxidation, including dye-stuffs, detergents, phenols, cyanides and the like, which stages inactivate the soluble substances present in the wastewater in a synergistic fashion and, therefore, are highly efficient, the method comprising the steps of (a) in a first stage, electrochemically treating the wastewater in the presence of chlorine ions, such that chlorine-containing oxidizing agents are formed and at least partially oxidize the soluble substances in the wastewater; and (b) in a second stage, catalytically treating the first stage treated wastewater in presence of a non-chlorine oxidizing agent and an added catalyst, such that remains of the soluble substances are further oxidized, and such that the chlorine-containing oxidizing agents formed during the first stage are catalytically reduced; wherein, the first stage and the second stage act synergistically to purify the wastewater from the soluble substances.

U.S. Pat. No. 5,590,980 describes a system for controlling the moisture content of a planted surface. The system includes a plurality of drain conduits located beneath the planted surface for collecting liquid from the planted surface. The system also includes a sealed collection tank coupled to the plurality of drain conduits. The collection tank is located beneath the planted surface to collect liquid passing through the plurality of drain conduits. The system also includes a vacuum pump coupled to the collection tank for removing air from the collection tank to provide a suction force in the collection tank and in the plurality of drain conduits to draw liquid from the planted surface through the plurality of drain conduits and into the collection bank. An elevated air tank is coupled between the vacuum pump and the collection tank. The elevated air tank is located at a remote location spaced apart from the collection tank. The vacuum pumps remove air from the air tank which causes the suction force on the air tank, in the collecting tank, and in the plurality of drain conduits. Soil moisture sensors automatically operate programs for favorable turf growth and playing conditions.

U.S. Pat. No. 5,120,158 describes a pipe arrangement for a playfield which includes a surface layer and a filter layer beneath the surface layer. In the filter layer, there is situated an arrangement of pipes, divided into several sections. In each section, there are numerous perforated multi-purpose pipes to dry the field and to circulate warm air into it. These multi-purpose pipes are connected at intervals by their ends to a distribution pipe and these in their turn at intervals by their ends to a main pipe, which is finally connected to blowing machinery by means of a feed pipe. The invention is primarily intended to be used in connection with grassy playfields, but it can also be applied to the construction of other types of fields.

U.S. Pat. No. 4,867,192 describes an automatically controlled irrigation water pH amendment system and apparatus associated with golf courses utilizing automatic irrigation system to irrigate the various species of turf grasses used on fairways, tees, greens and other areas; being adapted to receive an operator pre-selected program of desired irrigation water pH value; to monitor the delivered pH value of the irrigation water and automatically blend into the irrigation water in the flow circuit between the discharge of the irrigation pump station pumps and the pH monitoring point the proper amount of chemical additive to amend-raise or lower-the pH of the delivered irrigation water. The desideratum is a uniformly blended mixture of liquid acid or base chemical with irrigation water to maintain a solution of the water pH value desired by the operator to promote proper agronomic practice in the maintenance of the turf grasses. This objective has been found to be obtainable by causing the two liquids to be blended in the proper ratios through the use of an acid tank, pH sensing probe, sulfuric acid injector pumps, acid manifold, booster pump, flow velocity measuring device, and a solid-state electrical programmable controller; connected to the upstream and downstream ports of an ordinary pressure sustaining valve or differential pressure orifice device as used in the discharge line of a golf course pumping station.

Notwithstanding the prior art, the present invention is neither taught nor rendered obvious thereby.

SUMMARY OF THE INVENTION

The present invention is a process for the irrigation of man-made landscaped areas, such as gardens, greenery, playing fields, farmlands, and especially golf course greenery, utilizing reclaimed wastewater in conjunction with an underground based irrigation system. In the process, a source or supply of reclaimed water is procured which is selected from the group consisting of treated sewage wastewater, untreated sewage wastewater and natural water supply water containing sewage wastewater. The term “sewage wastewater” means water that comes from sewers, including storm waters, as well as human wastewater, waters containing human wastewater, drainage from treated areas, such as fertilized or pest controlled man-made landscaped or agricultural areas.

A sample of the reclaimed water or a sample of soil containing the reclaimed water, or both, is subjected to a plurality of monitors for testing to obtain a plurality of test results for water quality characteristics, which include at least residual chlorine, pH and sodium, and which may include: (i) total organic carbon compounds; (ii) pH; (iii) residual chlorine; (iv) chlorides; and (v) sodium. These monitors are sometimes referred to as analyzers, and the two terms are used herein interchangeably. The test results or analyzer results are inputted to a computerized data handling system for data collection, storage and analysis and for comparison to predetermined acceptable ranges for each of the aforesaid water quality characteristics.

Feedback is provided to show any water quality characteristic deviating from predetermined acceptable ranges that effect signaling and/or treatment. Feedback is also provided to enable a maintenance keeper or other grounds personnel or service to determine fertilization requirements.

The reclaimed water is then passed through at least an oxidation system, or a dechlorination system, and, in many preferred embodiments, both a dechlorination system and an oxidation system (in any order).

The dechlorination system is for treating the reclaimed water with a dechlorination agent to maintain a level of residual chlorine below a predetermined maximum of a predetermined acceptable range, and is activated in response to feedback from the computerized data handling system when showing deviation from the predetermined acceptable range for residual chlorine.

The oxidation system is for treating the reclaimed water with an oxidizing agent to maintain a level of organic compounds below a predetermined maximum of the predetermined acceptable range. In essence, the oxidizing system is used to destroy undesirable organics, including biological organisms, herbicides and pesticides. It is activated on a continuous or continual basis and could be adjusted by appropriate personnel in response to feedback from the computerized data handling system when showing deviation from the predetermined acceptable range for total organic carbon compounds. In preferred embodiments, it is run on a continuous basis automatically.

The resulting treated reclaimed water is next used to irrigate a golf course area, a playing field, a farm, a nursery, a garden or park, or some other man-made landscaped or agricultural area, unless there is a deviation from one of the water quality characteristics being monitored which causes an alarm to signal, in which cause personnel will shut down the irrigation and take corrective measures, such as by-pass, treat, hold or recycle. The treated or corrected wastewater is then fed to an underground irrigation system for reuse to irrigate a man-made landscaped area through subterranean piping or other subterranean distribution system.

The predetermined acceptable ranges are set in accordance with safe use conditions prescribed or desired by the user. In some preferred embodiments, these characteristic parameters are set within the following ranges:

-   -   (i) for total organic carbon compounds, 0 milligrams per liter         to 50 milligrams per liter;     -   (ii) for residual chlorine, 0 milligrams per liter to 1         milligrams per liter;     -   (iii) for pH, 6 to 8;     -   (iv) for chloride compounds, 0 milligrams per liter to 70         milligrams per liter; and,     -   (v) for sodium, 0 milligrams per liter to 70 milligrams per         liter.

In some embodiments, the data obtained in the process of the present invention by the computer from the monitors is utilized to provide control and assessment of turf and plant fertilizer needs. Also, the data may be logged and stored to create an historical base and the data may be reviewed or presented to establish water quality trends.

In some preferred embodiments, the process includes at least one additional monitor to obtain test results selected from the group consisting of the following water quality characteristics:

-   (vi) hardness; (vii) turbidity; (viii) alkalinity; and (ix)     conductivity.

In other preferred embodiments, all of these characteristics are included.

In some preferred embodiments, the process predetermined acceptable ranges for the following water quality characteristics are set within the following ranges:

-   (vi) for hardness, 0 to 200 milligrams of calcium carbonate per     liter; -   (vii) for turbidity, 0 to 10 nephelometric turbidity units; -   (viii) for alkalinity, 0 to 200 milligrams per liter total     alkalinity; and -   (ix) for conductivity, o to 4000 microSiemens per centimeter.

As mentioned, the process of the present invention computerized data handling system provides feedback to show any water quality characteristic deviation, and the process includes initiating an alarm selected from the group consisting of audio alarms, visual alarms and combinations thereof, when selected characteristic deviations occur. Thus, the alarm(s) would signal in response to deviations for TOC, pH, chloride compounds or sodium, and for hardness, alkalinity, turbidity and conductivity when monitors are included for these characteristics. For example, the alarm system may include direct contact alarm signaling to a groundskeeper superintendent or other facility manager.

In the some preferred embodiments of the present invention that includes a dechlorination system, the process is one wherein the dechlorination system is a vitamin C dechlorination system wherein vitamin C agent is fed into the reclaimed water in response to the computerized data handling system showing a deviation from the predetermined acceptable range for residual chlorine.

-   -   In some other preferred present invention processes, a reverse         osmosis system is included to reduce salt content of the         reclaimed water, especially the sodium content thereof.     -   Also, in the most preferred embodiment of the present invention,         the process is one wherein the oxidation system is ozone, where         in ozone is fed into the reclaimed water at the rate established         by the TOC output. In this embodiment hydrogen peroxide is fed         at the ozone reactor to further promote oxidation.

In some embodiments of the present invention process, a nitrate monitor is included and preferably, the predetermined acceptable ranges for nitrate are set within the range of 0 to 100 milligrams per liter nitrate as nitrogen.

BRIEF DESCRIPTION OF THE DRAWINGS

The present invention should be more fully understood when the specification herein is taken in conjunction with the drawings appended hereto wherein:

FIGS. 1 and 2 show schematic diagrams for two embodiments of the present invention irrigation system for a golf course;

FIG. 3 illustrates the required and optional features of the computerized data handling system used in the present invention golf course irrigation system shown in the above Figures; and,

FIGS. 4, 5, 6, and 7 show schematic diagrams for three additional alternative embodiments of the present invention irrigation system for man-made landscaping areas.

DETAILED DESCRIPTION OF THE PRESENT INVENTION

The present invention relates to irrigation of man-made landscaped areas, which would include, but not be limited to greenery, gardens agricultural areas, nurseries, playing fields, arboretums, architectural landscaping, golf course areas, to maintain greenery and plantlike. Landscaped areas, such as fairways, greens and surrounding plantlife, are more efficiently irrigated with reclaimed or recycled water. Otherwise, irrigation would be prohibitively expensive and would involve inefficient use of precious potable water. Many country clubs and public golf courses, zoos, arboreta, public gardens, professional and public playing fields, etc. are recognizing the importance of utilizing reclaimed water to irrigate their facilities. Such reclaimed water is sewage wastewater or other reclaimed water, which has been treated or untreated (as by negligence, accident or defiance of applicable laws and ordinances) and may come from a municipal, county or other government operated or privately operated treatment facility, or may come from a natural water source, such as a stream, river, storm drain or other water source into which treated and/or untreated sewage wastewater entered or has been dumped. These reclaimed water sources provide essential irrigation water, but sometimes contain undesirable, harmful components, such as biologically harmful nematodes, pesticides, fungicides and other organics, chlorine, excess nitrogen and excessive minerals, such as sodium salts. These and other water quality characteristics, such as turbidity, pH, alkalinity and hardness, may either cause or be indicative of components, which cause harm and even death to vegetation such as grass and plants. For these reasons, the present invention has been developed to both treat undesirable reclaimed water constituents and/or set of alarm(s) to signal to maintenance to shut down or correct problems before the reclaimed water is used for irrigation. One critical feature of the present invention is to collect data and to establish predetermined acceptable ranges of water quality characteristics within which the reclaimed water must fall or an alarm or treatment or both will occur. Another critical feature is the automatic initiation and control of dechlorination and, in some preferred embodiments, of oxidation, in response to residual chlorine and total organic carbon compound levels, respectively, being outside of predetermined acceptable ranges. In the present invention, the process involves the use of monitors, a computerized data handling system, a dechlorination system and an optional oxidation system and/or reverse osmosis desalting system. The resulting treated reclaimed water is utilized to irrigate man-made landscaped areas through subterranean irrigation systems.

Referring now to FIG. 1, there is shown a schematic representation of one embodiment of the present invention. In FIG. 1, reclaimed water form any one or more of the sources mentioned above is piped into a golf course facility via piping 3. A pH monitor 5, a total organic carbon (TOC) monitor 7, a residual chlorine monitor 9 and a sodium monitor 11 are connected to piping 3 for testing/monitoring of those water quality characteristics. The residual chlorine monitor (analyzer) could be two different units or a single unit. However, chloride compound water quality characteristic is used for a shutdown determination, whereas the active chlorine water quality characteristic is used for an automatic interactive treatment, i.e. dechlorination. The aforesaid monitors are electronically connected to computer/data handling system 13 for input thereto of monitor tests results from the reclaimed water stream of piping 3. Alternatively, these monitors (and others described below) could be connected to a holding tank, a pond or other natural waterway or other manmade holding facility, for testing. The details of the functionality of the computer/data handling system 13 are set forth in conjunction with FIG. 3 below. In general, the computer/data handling system (CDHS) 13 has three primary objectives: (a) it collects and stores data and retains predetermined acceptable ranges (criteria) for the data and compares the data to the criteria; (b) it sets off one or more alarms 15 when the pH, the residual chloride, TOC compounds or the sodium readings (or other optional water quality characteristics readings described below) deviate from predetermined criteria, i.e., set ranges, such as, hypothetically, 0 to 2500 mg/l or 5 to 7; and (c) it initiates automatic treatment when the residual chlorine or the TOCs exceed acceptable criteria.

Thus, piping 3 is connected to dechlorination system 17 and oxidation system 19 for treatment at the desired times, i.e. as needed, when determined by the computer/data handling system 13. The CDHS 13 receives the data from the monitors and when the TOC characteristic is excessive, it initiates an increased feed in the oxidation system 19; when the residual chlorine is excessive, it initiates the dechlorination system 19. The adjusted (treated) reclaimed water is then sent to a subterranean golf course irrigation system 21, such as are described in the prior art stated above. As an extra precaution, residual chlorine monitoring and pH monitoring are also conducted post-dechlorination and post-oxidation to confirm that levels remain within acceptable ranges after treatment. If these post-treatment monitorings show unacceptable results, then adjustments may be included in the programming, or alarms or shutdowns may be proscribed, depending upon the facilities, system and risk management of the user.

FIG. 2 shows another present invention system with more options and preferred details. Here, items identical to those shown in FIG. 1 are identically numbered, and, to the extent that they are not further described her, function as described here conjunction with FIG. 1 above. In FIG. 2, additional monitors have been included. These are hardness monitor 23, alkalinity monitor 25, conductivity monitor 27 and turbidity monitor 29. They are connected to the piping 3 for reclaimed water analysis and, when excessive are alarm initiation water quality characteristics. All of these monitors, any one of these or any combination of these could be included within the scope of the present invent, and FIG. 2 represents only one preferred embodiment.

In FIG. 2, the dechlorination system is specified as Vitamin C dechlorination, and this is clearly the preferred dechlorination agent. An optional holding pond 31 for storage is also shown downstream from the treatment stage, and upstream from the actual irrigation. In this embodiment, the reclaimed, monitored and treated, as needed water is stored until needed.

Referring to FIG. 3, the diagram shows the details of the computerized data handling system 51, illustrating required functions 53 and optional functions 55.

Referring now to FIG. 4, there is shown a schematic representation of another embodiment of the present invention. In FIG. 4, reclaimed water 401 from any one or more of the sources mentioned above is piped into a golf course facility via piping 403. A pH monitor 405, a residual chlorine monitor 409 and a sodium monitor 411 are connected to piping 403 for testing/monitoring of those water quality characteristics. The residual chlorine monitor (analyzer) could be two different units or a single unit. However, chloride compound water quality characteristic is used for a shutdown determination, whereas the active chlorine water quality characteristic is used for an automatic interactive treatment, i.e. dechlorination. The aforesaid monitors are electronically connected to computer/data handling system 413 for input thereto of monitor tests results from the reclaimed water stream of piping 403. Alternatively, these monitors (and others described below) could be connected to a holding tank, a pond or other natural waterway or other manmade holding facility, for testing.

The details of the functionality of the computer/data handling system 413 and for others described in conjunction with the other Figures that follow, are set forth in the description in conjunction with FIG. 3 above, although modifications as to which monitors are to be controlled will vary with each Figure described herein. This can also be seen in the parent cases of which this is a continuation-in-part.

In general, the computer/data handling system (CDHS) 413 has three primary objectives: (a) it collects and stores data and retains predetermined acceptable ranges (criteria) for the data and compares the data to the criteria; (b) it sets off one or more alarms 415 when the pH, the residual chloride, or the sodium readings (or other optional water quality characteristics readings described below) deviate from predetermined criteria, i.e., set ranges, such as, hypothetically, 0 to 2500 mg/l or 5 to 7; and (c) it initiates automatic treatment when the residual chlorine or other measured characteristic exceeds acceptable criteria. Thus, piping 403 is connected to dechlorination system 417 for treatment at the desired times, i.e. as needed, when determined by the computer/data handling system 413. The CDHS 413 receives the data from the monitors and when the residual chlorine is excessive, it initiates the dechlorination system 419. The adjusted (treated) reclaimed water is then sent to a subterranean golf course irrigation system 421, such as are described in the prior art stated above. As an extra precaution, residual chlorine monitoring and pH monitoring are also conducted post-dechlorination and post-oxidation to confirm that levels remain within acceptable ranges after treatment. If these post-treatment monitorings show unacceptable results, then adjustments may be included in the programming, or alarms or shutdowns may be proscribed, depending upon the facilities, system and risk management of the user.

FIG. 5 shows another present invention system with more options and preferred details. Here, items identical to those shown in FIG. 4 are identically numbered, and, to the extent that they are not further described here, function as described herein in conjunction with FIG. 4 above. In FIG. 5, additional monitors have been included. These are optional total organic compound (TOC) monitor 407, hardness monitor 423, alkalinity monitor 425, and conductivity monitor 427. They are connected to the piping 403 for reclaimed water analysis and, when excessive are alarm initiation water quality characteristics. All of these monitors, any one of these or any combination of these could be included within the scope of the present invention, and FIG. 5 represents only one preferred embodiment.

In FIG. 5, the dechlorination system is specified as Vitamin C dechlorination, and this is clearly the preferred dechlorination agent. An optional holding pond 431 for storage is also shown downstream from the treatment stage, and upstream from the actual irrigation. In this embodiment, the reclaimed, monitored and treated, as needed water is stored until needed.

Referring to FIGS. 6 and 7, there are shown schematic representations of embodiments of the present invention that include reverse osmosis for salt content reduction.

In FIG. 6, reclaimed water 501 from any one or more of the sources mentioned above is piped into a public garden facility via piping 503. A pH monitor 505, a residual chlorine monitor 509 and a sodium monitor 511 are connected to piping 503 for testing/monitoring of those water quality characteristics. The residual chlorine monitor (analyzer) could be two different units or a single unit. The aforesaid monitors are electronically connected to computer/data handling system 513 for input thereto of monitor tests results from the reclaimed water stream of piping 503. Alternatively, these monitors (and others described below) could be connected to a holding tank, a pond or other natural waterway or other manmade holding facility, for testing. The details of the functionality of the computer/data handling system 513 and alarms 515 are discussed above in conjunction with FIG. 3. When necessary, the CDHS activates the dechlorination system 517 and/or the reverse osmosis system 520 to correct deviations and treat the reclaimed water to make it useful. Thus, this system works similarly to those described above. The adjusted (treated) reclaimed water is then sent to a subterranean public garden irrigation system 521, utilizing underground piping, manifolds and controls, such as are described in the prior art stated above.

FIG. 7 shows a present invention system with more options and preferred details. Here, items identical to those shown in FIG. 6 are identically numbered, and, to the extent that they are not further described here, function as described herein in conjunction with FIG. 6 above. In FIG. 7, the invention is installed at baseball field with an underground (subterranean) irrigation system 524, that also includes aeration features as described in the cited prior art. Also, additional monitors have been included. These are optional TOC monitor 507, hardness monitor 523, alkalinity monitor 525, conductivity monitor 527 and turbidity monitor 529. They are connected to the piping 503 for reclaimed water analysis and, when excessive, are alarm initiation water quality characteristics. All of these monitors, any one of these or any combination of these could be included within the scope of the present invention. An optional holding pond 531 for storage is also shown downstream from the treatment stage, and upstream from the actual irrigation. In this embodiment, the reclaimed, monitored and treated, as needed water is stored until needed.

EXAMPLE

The system of the present invention shown in FIG. 2 with the functions shown in FIG. 3 is deployed at a privately owned golf course utilizing ponded (lagooned) municipal wastewater and storm water runoff for the reclaimed water. The municipal wastewater undergoes primary and secondary sludge wastewater treatment before ponding.

The following monitors are included:

-   -   (1) TOC Monitor—an OptiQuant (TM of Hach Company) UV Organic         Analyzer, utilizes reagent free ultraviolet probe with turbidity         compensation, translates spectral absorbance coefficient to         three different organic values, chemical oxygen demand (COD),         biological oxygen demand (BOD) and total organic compounds         (TOC). It is turned off and on in a timed sequence by the CDHS,         as are all monitors in this example.     -   (2) pH Monitor—EC 310 Model from Hach Company, measures full         range from) 1 to 14.     -   (3) Hardness Monitor—SP 510 Harness Monitor from Hach Company,         measures hardness expressed as ppm, and as mg calcium carbonate         per liter.     -   (4) Alkalinity Monitor—APA Alkalinity Process Analyzer from Hach         Company, measures total alkalinity as ppm.     -   (5) Conductivity Monitor—Model 9782 Conductivity Analyzer from         Honeywell Company, measures micromhos and megohms per cm.     -   (6) Turbidity Monitor—Model 1720D Turbidimeter from Hach         Company, measure turbidity in nephelometric turbidity units         (NTU), with a 0 to 100 range and 0.001 resolution.     -   (7) Chloride compound/active chlorine Monitor—Model CL 17         Chlorine Analyzer from Hach Company, measures free (active)         chlorine and total chlorine content, range of 0 to 5 mg per         liter.     -   (8) Sodium Monitor—HACH Model 9073 Sodium Analyzer measures         soluble sodium, range of 0 to 10,000 ppm.     -   (9) Nitrate Monitor—APA 6000 Nitrate Analyzer measures soluble         nitrates a nitrogen in mg per liter, ppm and ppb.

The system includes post treatment ponding and a conventional subterranean irrigation system. As the reclaimed monitor is piped into the system, all of the monitors, either periodically or by preprogrammed schedule, or in some cases, continuously monitor the system. As the reclaimed water passes through with all water quality characteristics measuring within predetermined ranges, the water is simply fed to the holding pond as needed. When the residual chlorine exceeds the desired range, the dechlorination system is initiated and will run until the readings fall within the acceptable range. As a precaution, post treatment readings are also taken and, if unfavorable, the computer may increase treatment, signal an alarm, shutdown the flow or some combination thereof. Likewise, when the TOC exceeds its acceptable range, the oxidation system feed rate will be adjusted to increase dosage until the TOC readings fall back into the acceptable range. When any one or more of the other monitored water quality characteristics exceed their acceptable ranges, either an alarm will signal and/or a shutdown will occur. The system results in the avoidance of harmful factors being entered into the irrigation system and damaged and/or destroyed plantlife is eliminated.

Obviously, numerous modifications and variations of the present invention are possible in light of the above teachings. It is therefore understood that within the scope of the appended claims, the invention may be practiced otherwise than as specifically described herein. 

1. A process for irrigation of man-made landscaped areas, which consists of: (a) procuring a supply of reclaimed water, and procuring a sample selected from the group consisting of: said reclaimed water; soil containing said reclaimed water; and combinations of both; (b) subjecting said sample to a plurality monitors and testing said sample with said plurality of monitors to obtain a plurality of test results for water quality characteristics, including: (a) pH; (ii) residual chlorine; and, (iii) sodium; (c) inputting said test results to a computerized data handling system for data collection, storage and analysis for comparison to predetermined acceptable ranges for each of said water quality characteristics, and providing feedback to show any water quality characteristic deviating from said acceptable ranges; (d) providing a dechlorination system to said supply of reclaimed water for treating said supply of reclaimed water with a dechlorination agent to maintain a level of residual chlorine below a predetermined maximum of said predetermined acceptable range, and activating said dechlorination system in response to feedback from said computerized data handling system when showing deviation from said predetermined acceptable range for residual chlorine; (e) subjecting at least a portion of said supply of reclaimed water to treatment for removal of at least a portion of dissolved solid salts to generate reduced salt reclaimed water wherein said removal is performed with a reverse osmosis system wherein said reverse osmosis system is utilized to maintain a level of sodium below a predetermined level based on said predetermined acceptable range for sodium, and controlling said reverse osmosis system in response to said feedback from said computerized data handling when showing said deviation from said predetermined acceptable range for sodium; and, (f) irrigating a man-made landscaped area with said supply of reclaimed water which has been processed in accordance with the preceding steps by feeding said supply of reclaimed water to said man-made landscaped area via an underground-based irrigation system.
 2. The process of claim 1 wherein said plurality of monitors includes at least one additional monitor to obtain test results selected from the group consisting of the following water quality characteristics: (vi) hardness; (vii) turbidity; (viii) alkalinity; and (ix) conductivity.
 3. The process of claim 2 wherein said providing feedback to show any water quality characteristic deviation includes initiating an alarm selected from the group consisting of audio alarms, visual alarms and combinations thereof.
 4. The process of claim 3 wherein said alarm is initiated in response to feedback showing any deviation from water quality characteristics selected from the group consisting of pH, chloride compounds, sodium, hardness, turbidity, alkalinity and conductivity.
 5. The process of claim 1 wherein said dechlorination system is a vitamin C dechlorination system wherein vitamin C agent is fed into said supply of reclaimed water in response to said computerized data handling system showing a deviation from said predetermined acceptable range for active chlorine.
 6. The process of claim 2 wherein said predetermined acceptable ranges for the following water quality characteristics are set within the following ranges: (vi) for hardness, 0 to 200 milligrams of calcium carbonate per liter; (vii) for turbidity, 0 to 10 nephelometric turbidity units; (viii) for alkalinity, 0 to 200 milligrams per liter total alkalinity; and (ix) for conductivity, 0 to 4000 microSiemens per centimeter.
 7. The process of claim 1 wherein said plurality of monitors includes a nitrate monitor.
 8. The process of claim 7 wherein predetermined acceptable ranges for nitrate are set within the range of 0 to 100 milligrams per liter nitrate as nitrogen. 